Spring Catchment Hillside DWG Block for AutoCAD

Spring Catchment Hillside DWG Block for AutoCAD

Structure for spring catchment surface slope.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Datum elev, variable, Capture camera, plant, Esc., Dry camera, Esc., cut, Capture camera, cut, Esc., Wet camera, top, Capture camera, plant, Esc., Outcrop protection, Holes, Concrete data, gate valve, Pvc pipe network, Overflow pvc tubing long min. Mt, variable, gravel, Granular material classified, gravel, Simple concrete f’c, Metal cap type, Concrete sealing slab with concrete, water level, Ground level, Wet camera, Dry camera, Esc., cut, top, Capture camera, cut, Esc., your B. Pvc of overflow long. Least mt, Elbow sp, water level, your B. Water outlet network, Overflow cone, Metal cap type, Capture camera, Seismic parameters, rules, A.c.i., Seismic-resistant design standards, Technical standards for masonry, Related searches, Technical specifications, Cm in the background, Carrying capacity check in, Indoor wet camera, Draw the surfaces of the walls in contact with the water with c., Plasters, Coatings, Walls, Simple concrete:, Reinforced concrete:, reinforcing steel, Ground strength, Upper slab, Walls, Bottom slab, concrete, Corrugated iron, Using impermiabilizante according to the recommendations of the manufacturer, Dry camera interiors, Tarrating the surfaces of the walls in concave, Surface pick-up camera, Water system sewer system, Ancash, Apartment, June, district, province, community, Location, draft, (I.e., Santa, Esc., date, review, (I.e., flat, sheet, District municipality of ……, approved, designer, Ing.l.donation, Construction consultant, Reg. No, Plant cuts structures, Male cap pvc sp, Tee sp pvc, Float valve, gate valve, Pr pvc adapter, Elbow sp pvc, Union sp pvc, Pvc basket, description, symbol, Universal union pvc, Pvc overflow cone, quantity

Raw text data extracted from CAD file:

DATUM ELEV 0.60 0.20 0.40 0.05 0.10 0.20 0.05 0.10 0.05 0.10 0.40 0.15 0.70 0.15 1.00 0.55 0.10 1.00 0.15 0.05 0.05 0.05 1.00 0.10 0.15 0.15 0.20 0.20 0.70 0.15 0,12 0,12 0.15 0,10 0,40 0,15 0,70 0,15 1,50 0.50 1.00 0,40 0,10 0,10 1,00 0,70 VARIABLE 0,15 0,70 0,15 0,20 0,70 0,20 0,40 0,10 1,16 0,10 0,40 0,66 0,15 0,41 0.05 0.40 0.10 0.15 0.15 0.20 0.20 0.70 0.05 0.05 0.05 0.10 1.00 0.15 0.35 0.20 0.525 0.10 0,10 1.05 0,15 1.00 1,10 0,15 0,70 0,15 0,05 0,05 d3/8"@0.20 d1/4"@0.10 0.60 0.20 CAMARA DE CAPTACION PLANTA ESC. 1:20 B CAMARA SECA ESC. 1:20 CORTE A - A CAMARA DE CAPTACION CORTE B - B ESC. 1:20 d3/8"@0.20 CAMARA HUMEDA d1/4"@0.10 0.40 0.05 0.10 0.20 0.05 0.10 0.05 0.10 0.40 0.15 0.70 0.15 1.00 0.55 0.10 0.10 1.00 0.05 0.05 0.05 1.00 0.15 0.70 0.20 0.20 0.15 0.15 Tapa CAMARA DE CAPTACION PLANTA ESC. 1:20 PROTECCION DE AFLORAMIENTO A A B B 4 Orificios 0.15 5 5 0.15 5 5 5 5 5 5 Dado de Concreto F'c=140Kg/cm2 0.3x 0.3 x 0.20 0.50 1.00 Valvula Compuerta 5 5 5 A la Red tuberia de PVC Tub de PVC de Salida de Rebose Long Min. 10 mt 5 5 VARIABLE Grava 5 5 5 5 5 5 5 5 5 5 5 5 5 Material Granular Clasificado Grava Concreto simple f'c = 140 Kg/cm2 Tapa Metalica Tipo T-1 Tapa Metalica Tipo T-2 Losa de sellado de Manantial con Concreto f'c= 140 Kg/cm2 Nivel de Agua 5 Nivel de terreno CAMARA HUMEDA CAMARA SECA d1/4"@0.10 d3/8"@0.20 ESC. 1:20 CORTE A - A 0.05 0.40 0.10 0.15 0.15 0.20 0.20 0.70 0.05 0.05 0.05 0.10 0.10 1.00 0.15 0.35 0.20 Tapa 0.525 CAMARA DE CAPTACION CORTE B - B ESC. 1:20 Tub. PVC de Rebose Long. Minima 10 mt 5 1.05 5 1.00 5 5 5 5 5 5 Codo SP Nivel de Agua Tub. de salida de agua a la Red Cono de Rebose Tapa Metalica Tipo T-1 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 CAMARA DE CAPTACION 6.00 PARAMETROS SISMICOS 7.00 NORMAS A.C.I. 2000 Normas de Diseño Sismoresistente E-030 Normas Tecnicas de Albañileria E-0.70 Z = 0.40, U = 1.50, C = 2.50, S = 1.20, R = 8 Normas Tecnicas Concreto Armado E-0.60 ESPECIFICACIONES TECNICAS : 2.00 cm lateral, 7.5 cm fondo Capacidad Portante Gt= 1.00 Kg/cm2 (En promedio, Verificar en Obra) - INTERIORES CAMARA HUMEDA Tarrajear las Superficies de los Muros en Contacto del agua con C:.A 1:1 e = 1.5 : f'c= 140Kg/cm2 4.00 REVOQUES 3.00 RECUBRIMIENTOS Muros CONCRETO SIMPLE: CONCRETO ARMADO: 2.00 ACERO DE REFUERZO 3.00 RESISTENCIA DEL TERRENO Losa Superior Muros y Losas de Fondo Losa de Fondo 1.00 CONCRETO Fierro corrugado fy=4200 Kg/cm2 (En general) utilizando Impermiabilizante de a cuerdo a las recomendaciones del Fabricante : 2.50 cm : 4.00 cm : f'c=210 Kg/cm2 - INTERIORES CAMARA SECA Tarrajear las Superficies de los Muros en con C.A 1:5 e = 1.5 CAMARA DE CAPTACION SUPERFICIAL "INSTALACION DEL SISTEMA DE AGUA Y SISTEMA DE ALCANTARILLADO xxxxxxxx" : Ancash DEPTO. JUNIO - 2006 DISTRITO PROVINCIA COMUNIDAD UBICACION : PROYECTO : : .......... : Santa ESC. : FECHA : REVISION ........ - ......... PLANO : CS-01 LAMINA : MUNICIPALIDAD DISTRITAL DE ...... APROBADO Proyectista Ing.L.donacion a biblio cad CONSULTOR DE OBRAS REG. Nº ?????? PLANTA , CORTES Y ESTRUCTURAS 1 TAPON MACHO SP PVC TEE SP PVC VALVULA FLOTADORA VALVULA DE COMPUERTA ADAPTADOR PR PVC CODO 90º SP PVC UNION SP PVC CANASTILLA PVC DESCRIPCION \LACCESORIOS SIMBOLO 2 4 5 6 7 8 UNION UNIVERSAL PVC CONO DE REBOSE PVC 9 10 3 CANTIDAD 1 1 1 1 2 2 2 3 3 5 1 2 5 2 3 10 4 7 3

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Datum elev, variable, Capture camera, plant, Esc., Dry camera, Esc., cut, Capture camera, cut, Esc., Wet camera, top, Capture camera, plant, Esc., Outcrop protection, Holes, Concrete data, gate valve, Pvc pipe network, Overflow pvc tubing long min. Mt, variable, gravel, Granular material classified, gravel, Simple concrete f’c, Metal cap type, Concrete sealing slab with concrete, water level, Ground level, Wet camera, Dry camera, Esc., cut, top, Capture camera, cut, Esc., your B. Pvc of overflow long. Least mt, Elbow sp, water level, your B. Water outlet network, Overflow cone, Metal cap type, Capture camera, Seismic parameters, rules, A.c.i., Seismic-resistant design standards, Technical standards for masonry, Related searches, Technical specifications, Cm in the background, Carrying capacity check in, Indoor wet camera, Taracerar the surfaces of the walls in contact of the water with c: .a, Plasters, Coatings, Walls, Simple concrete:, Reinforced concrete:, reinforcing steel, Ground strength, Upper slab, Wall slabs, Bottom slab, concrete, Corrugated iron, Using impermiabilizante according to the recommendations of the manufacturer, Dry camera interiors, Tarrating the surfaces of the walls in concave, Surface capture camera, Water system sewer system, Ancash, Apartment, June, district, province, community, Location, draft, (I.e., Santa, Esc., date, review, (I.e., flat, sheet, District municipality of ……, approved, designer, Ing.l.donation biblio cad, Construction consultant, Reg. No, Plant cuts structures, Male cap pvc sp, Tee sp pvc, Float valve, gate valve, Pr pvc adapter, Elbow sp pvc, Union sp pvc, Pvc basket, description, symbol, Universal union pvc, Pvc overflow cone, quantity

Raw text data extracted from CAD file:

DATUM ELEV 0.60 0.20 0.40 0.05 0.10 0.20 0.05 0.10 0.05 0.10 0.40 0.15 0.70 0.15 1.00 0.55 0.10 1.00 0.15 0.05 0.05 0.05 1.00 0.10 0.15 0.15 0.20 0.20 0.70 0.15 0,12 0,12 0.15 0,10 0,40 0,15 0,70 0,15 1,50 0.50 1.00 0,40 0,10 0,10 1,00 0,70 VARIABLE 0,15 0,70 0,15 0,20 0,70 0,20 0,40 0,10 1,16 0,10 0,40 0,66 0,15 0,41 0.05 0.40 0.10 0.15 0.15 0.20 0.20 0.70 0.05 0.05 0.05 0.10 1.00 0.15 0.35 0.20 0.525 0.10 0,10 1.05 0,15 1.00 1,10 0,15 0,70 0,15 0,05 0,05 d3/8"@0.20 d1/4"@0.10 0.60 0.20 CAMARA DE CAPTACION PLANTA ESC. 1:20 B CAMARA SECA ESC. 1:20 CORTE A - A CAMARA DE CAPTACION CORTE B - B ESC. 1:20 d3/8"@0.20 CAMARA HUMEDA d1/4"@0.10 0.40 0.05 0.10 0.20 0.05 0.10 0.05 0.10 0.40 0.15 0.70 0.15 1.00 0.55 0.10 0.10 1.00 0.05 0.05 0.05 1.00 0.15 0.70 0.20 0.20 0.15 0.15 Tapa CAMARA DE CAPTACION PLANTA ESC. 1:20 PROTECCION DE AFLORAMIENTO A A B B 4 Orificios 0.15 5 5 0.15 5 5 5 5 5 5 Dado de Concreto F'c=140Kg/cm2 0.3x 0.3 x 0.20 0.50 1.00 Valvula Compuerta 5 5 5 A la Red tuberia de PVC Tub de PVC de Salida de Rebose Long Min. 10 mt 5 5 VARIABLE Grava 5 5 5 5 5 5 5 5 5 5 5 5 5 Material Granular Clasificado Grava Concreto simple f'c = 140 Kg/cm2 Tapa Metalica Tipo T-1 Tapa Metalica Tipo T-2 Losa de sellado de Manantial con Concreto f'c= 140 Kg/cm2 Nivel de Agua 5 Nivel de terreno CAMARA HUMEDA CAMARA SECA d1/4"@0.10 d3/8"@0.20 ESC. 1:20 CORTE A - A 0.05 0.40 0.10 0.15 0.15 0.20 0.20 0.70 0.05 0.05 0.05 0.10 0.10 1.00 0.15 0.35 0.20 Tapa 0.525 CAMARA DE CAPTACION CORTE B - B ESC. 1:20 Tub. PVC de Rebose Long. Minima 10 mt 5 1.05 5 1.00 5 5 5 5 5 5 Codo SP Nivel de Agua Tub. de salida de agua a la Red Cono de Rebose Tapa Metalica Tipo T-1 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 CAMARA DE CAPTACION 6.00 PARAMETROS SISMICOS 7.00 NORMAS A.C.I. 2000 Normas de Diseño Sismoresistente E-030 Normas Tecnicas de Albañileria E-0.70 Z = 0.40, U = 1.50, C = 2.50, S = 1.20, R = 8 Normas Tecnicas Concreto Armado E-0.60 ESPECIFICACIONES TECNICAS : 2.00 cm lateral, 7.5 cm fondo Capacidad Portante Gt= 1.00 Kg/cm2 (En promedio, Verificar en Obra) - INTERIORES CAMARA HUMEDA Tarrajear las Superficies de los Muros en Contacto del agua con C:.A 1:1 e = 1.5 : f'c= 140Kg/cm2 4.00 REVOQUES 3.00 RECUBRIMIENTOS Muros CONCRETO SIMPLE: CONCRETO ARMADO: 2.00 ACERO DE REFUERZO 3.00 RESISTENCIA DEL TERRENO Losa Superior Muros y Losas de Fondo Losa de Fondo 1.00 CONCRETO Fierro corrugado fy=4200 Kg/cm2 (En general) utilizando Impermiabilizante de a cuerdo a las recomendaciones del Fabricante : 2.50 cm : 4.00 cm : f'c=210 Kg/cm2 - INTERIORES CAMARA SECA Tarrajear las Superficies de los Muros en con C.A 1:5 e = 1.5 CAMARA DE CAPTACION SUPERFICIAL "INSTALACION DEL SISTEMA DE AGUA Y SISTEMA DE ALCANTARILLADO xxxxxxxx" : Ancash DEPTO. JUNIO - 2006 DISTRITO PROVINCIA COMUNIDAD UBICACION : PROYECTO : : .......... : Santa ESC. : FECHA : REVISION ........ - ......... PLANO : CS-01 LAMINA : MUNICIPALIDAD DISTRITAL DE ...... APROBADO Proyectista Ing.L.donacion a biblio cad CONSULTOR DE OBRAS REG. Nº ?????? PLANTA , CORTES Y ESTRUCTURAS 1 TAPON MACHO SP PVC TEE SP PVC VALVULA FLOTADORA VALVULA DE COMPUERTA ADAPTADOR PR PVC CODO 90º SP PVC UNION SP PVC CANASTILLA PVC DESCRIPCION \LACCESORIOS SIMBOLO 2 4 5 6 7 8 UNION UNIVERSAL PVC CONO DE REBOSE PVC 9 10 3 CANTIDAD 1 1 1 1 2 2 2 3 3 5 1 2 5 2 3 10 4 7 3

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, catchment, distribution, DWG, fornecimento de água, hillside, kläranlage, l'approvisionnement en eau, slope, spring, structure, supply, surface, treatment plant, wasserversorgung, water